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Bridge Statistics for Lake Wales, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 55m180ftTotal length
  • 173,200Total average daily traffic
  • 27,139Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lake Wales
  • No street view available for this location

New bridges - Historical Statistics

  • 81960-1969
  • 22000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Superstructure

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Structure Number: 160018,  Location: INTERSECT OF SR60 US27 (Lat: 27.897778,  Lng: -81.599722),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 9,200 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,962 (year 2034),  Design Load: HS 20,  Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.284,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 14,  Other Special Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160038,  Location: 1.2 MI EAST OF US-27 (Lat: 27.894331,  Lng: -81.581417),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 24,000 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,000 (year 2034),  Design Load: HS 20,  Features Intersected: ALT. US-27 (SR-17)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160134,  Location: INTERSECT US-27 AND SR-60 (Lat: 27.897500,  Lng: -81.599722),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 18,400 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 23,000 (year 2034),  Design Load: HS 20,  Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.286,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160313,  Location: 16.4 MI E/O SR-27 (Lat: 27.838914,  Lng: -81.352694),  Route carried "on" structure: State highway 60,  Year Built: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,200 (year 2014),  Truck Traffic: 33%,  Average Future Daily Traffic: 9,000 (year 2034),  Design Load: HS 20,  Features Intersected: TIGER LAKE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.367,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Underwater Inspection Date: Febuary 14
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Structure Number: 160345,  Location: 0.5 MI N/O SR-60 (Lat: 27.905194,  Lng: -81.600917),  Route carried "on" structure: US 27,  Year Built: 2008,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 28,000 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,000 (year 2034),  Features Intersected: CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.806,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160951,  Location: 1.3 MI E/O US-27 (Lat: 27.893944,  Lng: -81.580250),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 21,500 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,875 (year 2034),  Design Load: HS 20,  Features Intersected: CSX R/R & PALM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.114,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160018,  Location: INTERSECT OF SR60 US27 (Lat: 27.897778,  Lng: -81.599722),  Route carried "under" structure: US 27,  Year Built: 1966,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 29,500 (year 2014),  Truck Traffic: 11%,  Features Intersected: US-27 (SR-25),  Facility Carried by Structure: SR-60 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 160038,  Location: 1.2 MI EAST OF US-27 (Lat: 27.894331,  Lng: -81.581417),  Route carried "under" structure: Alternate US 27,  Year Built: 1966,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 3,700 (year 2014),  Truck Traffic: 4%,  Features Intersected: ALT. US-27 (SR-17),  Facility Carried by Structure: SR-60
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 30.183,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 160134,  Location: INTERSECT US-27 AND SR-60 (Lat: 27.897500,  Lng: -81.599722),  Route carried "under" structure: US 27,  Year Built: 1966,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 29,500 (year 2014),  Truck Traffic: 14%,  Features Intersected: US-27 (SR-25),  Facility Carried by Structure: SR-60 EB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.027,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 160951,  Location: 1.3 MI E/O US-27 (Lat: 27.893944,  Lng: -81.580250),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 2,200 (year 2014),  Truck Traffic: 15%,  Features Intersected: CSX R/R & PALM AVE,  Facility Carried by Structure: SR-60
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.352,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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